溝槽回填施工技術交底.doc

一、準備工作
1、回填前預制管節現場鋪設管的現澆混凝土基礎強度、接口抹帶或預制構件現場裝
配的接縫水泥砂漿強度不小于5N/mm2�，F場澆筑混凝土的強度達到設計規定。
2、回填前將槽底雜物（磚石、木塊草包、模板及支撐設備等）清理干凈,保證溝槽內
沒有積水。
3、經監理工程師驗管合格后進行。
二、回填材料
回填材料采用經試驗檢驗合格的灰土、砂、砂礫。要求砂石級配良好，不含植物殘體、
垃圾等雜物。礫石粒徑約在0.5mm～30mm 之間，灰土配比按監理指示執行。
三、回填方法
1、回填順序：還土時按基底排水方向由高至低分層進行，同時管腔兩側應同時進行。
2、填土要求：槽底至管頂以上0.5m 范圍內及在抹帶接口處、防腐絕緣層或電纜周圍，
采用砂礫石回填；保證回填土的含水量，按土類和采用的壓實工具控制在最佳含水量附近；
需要拌和的回填材料，應在運入槽內前拌和均勻，不得在槽內拌和。
3、填土方法：管道兩側溝槽底至管頂以上50cm 的范圍內還土，由溝槽兩側對稱進
行采用人工還土，不得直接扔在管道上；超過管頂50cm 以上時再采用機械還土。還土時
采用分層鋪設夯實，層厚25cm，采用人工攤平。
4、夯實方法：管道兩側溝槽底至管頂以上50cm 的范圍內采用人工夯實，超過管頂
50cm 以上采用蛙式打夯機夯實，砂、砂礫回填分層灌水、用插入式振動器振動，以達到設
計的壓實度要求。回填壓實逐層進行，且不得損傷管道。管道兩側和管頂以上50cm 范圍
內的壓實，采用薄鋪輕夯夯實，管道兩First, preparatory work
1, filling the scene before the prefabricated pipe sections cast concrete foundation laying pipe strength, interface wipe with or prefabricated on-site installation
Strength of the joints with cement mortar not less than 5N/mm2. On-site pouring of concrete strength of the design requirements.
2, bottom of the tank before filling debris (brick, wood idiot, templates, and support equipment, etc.) to clean up, to ensure groove
No water.
3, test tube by the supervising engineer qualified for.
Second, backfill material
Backfill material is qualified by the pilot test dust, sand, gravel. Well graded sand and gravel required, without plant debris,
Garbage and other debris. Gravel size between about 0.5mm ~ 30mm, dust ratio of supervision by the instructions.
3, backfill method
1, filling the order: also soil, according to the direction of high to low basal drainage layer to conduct, while the lumen on both sides should be at the same time.
2, filling requirements: 0.5m above bottom to the top tube and in the context of wiping with interfaces, anti-corrosion insulation or cable around
Backfill with gravel; ensure backfill moisture content, according to the compaction of soil type and use the best tools to control water content in the vicinity;
Require mixing of the backfill material should be evenly into the tank before the mixing, not mixing in the tank.
3, filling method: pipeline trench bottom to the sides above the top tube is also within 50cm of soil from trench into the side symmetry
Rows of artificial soil also may not be directly thrown into the pipe; more than 50cm above the top tube and then also by mechanical soil. Also soil,
Stratified roll compaction, thickness 25cm, artificial shared flat.
4, compaction method: pipeline trench on both sides of 50cm above the bottom to the top management within the framework of artificial compaction, over the top tube
More than 50cm frog tampers with compacted sand, gravel backfill layer irrigation, using plug-in vibrator vibration, to achieve the set
Total degree of compaction requirements. Backfill compaction step by step, and may not damage pipes. Pipe and tube top over 50cm on both sides of the scope of
The compaction, tamping rammer with thin light shop, pipe 2

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